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05-4695
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05-4695
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Last modified
3/6/2009 3:42:30 PM
Creation date
3/28/2007 10:50:48 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
05-4695
Building Department - Name
CAIN,ROBERT
Address
37642 LANDIS AV
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<br />05-30324.05 <br />Page 5 of8 <br /> <br />Test Results: <br />The results are tabulated as follows: <br /> <br />Paralmlllh <br /> <br />Title of Test - Test Method <br /> <br />Results <br /> <br />Allowed <br /> <br />Test SDecimen #1: H-LC30 48 x 78 <br /> <br />2.2.1.6.1 <br />2.1.2 <br /> <br />Operating Force 28 1bs <br /> <br />Air Infiltration per ASTM E 283 <br />@ 1.57 psf(25 mph) 0.16 cfmltr <br /> <br />35 lbs max. <br /> <br />0.3 cfmltr max. <br /> <br />Note #1: The tested specimen meets the performance levels specified. in AAMAJNWWDA <br />1 01/L8.2-97 for air infiltration. <br /> <br />, <br /> <br />2.1.3 <br /> <br />Water Resistance per ASTM E 547-00 <br />(with and without screen) <br />WTP = 3.75 psf No leakage <br /> <br />No leakage <br /> <br />2.1.4.2 <br /> <br />Uniform Load Structural per ASTM E 330-97 . <br />(Measurements reported were taken on the exterior meeting rail) <br />@37.5 psf(positive) 0.03" 0.179" max. <br />@37.5psf(negative) 0.03" 0.179I1max. <br /> <br />2.2.1.6.2 Deglazing Test per ASTM E 987 <br /> Top Sash <br /> In operating direction at 70 lbs <br /> Lift Rail 0.060"/12% 0.500"/100% <br /> Meeting Rail 0.060"/12% 0.500"/100% <br /> In remaining direction at 50 lbs <br /> Left Stile 0.060"/12% 0.500"/100% <br /> Right Stile 0.030"/6% 0.500"/100% <br /> Bottom Sash <br /> In operating direction at 70 lbs <br /> Lift Rail 0.060"/12% 0.500"1100% <br /> Meeting Rail 0.060"/12% 0.500"/100% <br /> In remaining direction at 50 lbs <br /> Left Stile 0.030."/6% 0.500"/100% <br /> Right Stile 0.0.30."/6% 0..500."1100% <br />
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